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O STA 1 +23, 24.8'LT O 8 + ASPHALT LOGAN S�/'ENUE SOUTH N o _ ���, R W ��, + �� C B 17� �� �� o �� 4 �o y ^ ID 0 0_ Clid o CONC ❑ �� A 0+35.5 7'L 8»W -W g, ,P ALT - 8„W - cn w - ) -8"w- i - 0 = W cn -12" S4�E G WAT€R IN 0 h 0Nle4 cn Z cn B 1 ±455 L.F. - 12" D. I NE � 8"SS PVC �,^��' 1 00 �,�� - ��, 60 2+ - 3+00 `O S � -T- � � 8"SS PVCw 8„ADI 2T SD �❑ � 3 G U_ � G G G� G G - P#A �n�9 E4€ 12"BWM -� „ Will 0+4 /�D - - - - 6 -4 2L�-a �QNC - x x- ^ x x PIPE JOINT BONDING & GALVANIC ANODES LIMITS 1 - �v ±210 L.F. STA. 3+80, 61T (AS BUILT) „ 12"x6" TEE (MJxFL)/W CONC. BLOCK CITY OF SEATTLE REMOVE EXISTING 6 CEDAR RIVER WATER VALVE AND PLUG EXISTING 6" GATE VALVE (FLxMJ) PIPELINE R/W TEE W/ 6" PLUG (MJ FIRE HYDRANT ASSEMBLY (2419 \ TA. 3+41�01JSE NO. 233 CD STA 3+88, 0' RT. STA 5+00.3, 24.51T � FF= 3�.?80 @ DO BOEING SS MH STA 5+ 12.7, 24.31 S A TION GROUND LEVEL 3+ 30 L T TEST ST ION �R /W WTR VLF, .0 �� R /V� �� x - - TY E FF R W . L w cl:: -8" 8" C - 3 00 o0- Z _ 0 �� rr G / SD SD Q ❑ IN (ST Go G D x A w I Z= ILDING N0. 20��������� V -� X X 4 3 ASP LT 2 I�" SEE ET 3 FOR THIS P� TIl �3+29.30 OF NE 12 WATER LINE " FF=33.30 @ DOOR GAT PAST �,\� „ „ STA. 4+07, 6'LT � STA. 2+06, 6 LT 12 x2 TEE (MJ) 12 "x 12" TEE MJxMJC. BLOCK ' 0' R T. 12" GATE VALVE (MJxMJ) 5' COVER ( )/W CON SS MANHOLE TOP 33.55 SS M H 2" G. V.2 - 12" GATE VALVES (MJxMJ) � 8"CLAY S INV 26.68 SD H 1- 12" INSULATED FLEX COUPLING 8"CLAY N INV 26.76 PER DETAIL ON SHEET 8 12"CLAY W INV 26.40 TOP 33.15 GRATE) D.I. WATER LINE / 12"CLAY E INV 26.40 INV 2 .08 ±37 L.F. - 12' STA. 2+04.5, 7.3'LT WV, 23.8'LT FH 7.4'LT W BOEING CATHODIC 12x6TEE (MJxFL)/W CONC. BLOCK STA 3+52.3, 31.6 LT BD, CROSS UNDER 12" BOEING WATER "" TEST STATION 12"x8" TEE (MJxFL)/W CONC. BLOCK 4' COVER STA 0+46.1, 31 'RT 6" GATE VALVE (FLxMJ) 8" GATE VALVE (FLxMJ) FIRE HYDRANT ASSEMBLY (241T) (2' BEHIND FACE OF CURB) 25 L.F.-8" D.I. PIPE 8" CAP(MJ) W/2 "TAP & 2" TEMP. BLOW -OFF SHACKLE CAP TO VALVE & CONC. BLOCK STA. 3+94.6, 5.31T WV STA. 3+96.3, 41T WV 12 "CAP (MJ) W/2 "TAP 2" TEMP. BLOW -OFF ASSEMBLY CONC. BLOCK 2 TEST STA STA 5+20, 7.3LT STA 5+28, 7.OL T X LOGAN AVE. SO. Z STA. 5+62.45 N CONTROL PT (MON) X W CA OD CS '� 11 � 0- � � �6'4�7ONIN 48" MHCOT V R STA 5+ 16.7 SEAT LE WA ) 24.9' RT (WM) 3+95.8, 21.4RT BOEING 4+52.5, 9.1 ' STA. 5+54, 7'LT CATHODIC TEST STATION � CONNECT TO EXISTING 12" WATER CROSSING OVER C.R.P.L.#1 &2 SEE CONNECTION DETAILS N0. 4, SHHET 8 " SEE DETAIL BELOW 12x12" TAPPING TEE (MJxFL)/W CONC. BLOCK \ 12" TAPPING VALVE (FLxMJ) /� WITH INSULATING FLANGE PER DETAIL ON SHEET 7 12" SLEEVE (MJ) STA. 5+ 18, 24.4'LF FH, 7.41F WV 12"x6" TEE (MJxFL)/W CONC. BLOCK 6" GATE VALVE (FLxMJ) FIRE HYDRANT ASSEMBLY (24'LT) �5 0 WA 18 BEHIND BACK OF CURB REMOVE EXIST. HYDRANT ASSEMBLY co cn z �.p 23169 C� ASS/0NAL EXPIRES 8/21/99 J 2 ' OZ N II i i �0 0 03 00 u% '= Q0 Cfl N = Z N _ > o0 N N cn> �z =z o m �- >> Z o z N Ln 00 2-12 "- 45`BEND (MJ) 0 0 U) + W/VERT. BLOCKS `n o0 JOINT BONDING & GALVANIC ANODES Jo O -0 N� �_ Ln00 Wa o °N° o+ EXISTING GROUND SURFACE �' CO cn (Z:), -------------- y 34-------------Q Q----------- _----------- _ _ _ - y NNE ..... - _ _ A�11[�f3 _ - _ -- _ _.. _ _ 34 _ _ +� cn c� m Q Q� a - m cn m _ Q� z - � Q - cn - Q _ :- -- _ --:- -_ - - z ~ --: - _ -- _ - - 32--__ Q-z O o ~ :...32 < o z u co oU cn �_i_ m Qz N N - cn c° zm LLJ ~ �0-- ---- O- _ -- .----- --- ....--- . ------30N?- _ 30 : EXISTING 8" SM. SEWER- @ 0.39% SLOPE : : : v� : : : _ : = - � - 6„ D.I: SS - - - - - k - - - EWER C�3.3' :COVER W ,. SEWER 6"SAND - 8 P 2-6 PVC ELEC. - - - 8 „PVC - - - - -_ - - - - - - - - - - - - - C�4.6' COVER o - - - - - - - - - - - - - - - - - - - - - - - - - �- N------ 26---------T------------------------------------------ T---------------------------------------------------------------------------------------------•------------------------------------------------------------------- --- ------------•-------------------------------- U ----2C 0+00 _ _ _ 1 +00 - 2+:00 : : : 3+_00 : : 4+:00 : : - 5+-00 - - 5+55- - - - - - - - - - INSTALL 12" WATER MAIN_ AS 0.39� S{-OPE------•----------------------------------------•------------------------ A 12"-SAND DDI.NG E.R------- -- -- ,r : .... a N ST L-L- -M I�1 8E - OU 24 24 - - - - - - - - - - AND UNDER EXISTING SEWER LINE WITH A RPL'S # ��-1 J2 STEEL V1/ArtEF� - - - - - - - - MINIMUM OF 6 INCHES OF bERTICAL CLEARANCE - - - - - - C 1 &2 - - CRPL 2 . _ : : : : S6" STEEL :WATER - - � AS -BUILT _ AND I�NDER ALL: EXISTING SIDE SEWEF�S STUBS. - - _ - - CRPL#1 - - - - - : DECEMBER 1998 ------ 22----------------------------------------------------------------------- ---------- ---------- ---------- ---------------------------------------------------------------------------------------------------------------------- ------------------------------------------------ SHEET 5 OE 10 WI-12 118110❑ ✓�' SCANNED FEB 15 2002